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Biological permeable reactive barrier for combined pollution site and preparation method thereof

A technology of infiltration reaction wall and compound pollution, applied in water pollutants, polluted groundwater/leachate treatment, chemical instruments and methods, etc., can solve problems such as poor repair effect, short life of reaction wall, and inability to adjust repair strength.

Active Publication Date: 2020-11-13
INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, the existing microbial permeable reaction walls have the following defects: poor remediation effect and weak purification ability for heavy metals and heavy metal-organic compound pollution; microbial nutrients in the permeable reaction walls are continuously consumed, making the life of the reaction walls short; microbial activity Determined by the existing nutrient content in the reaction wall, it is impossible to adopt appropriate metabolic activity according to the degree of pollution. Therefore, for polluted sites with variable pollution degrees, the restoration intensity cannot be adjusted flexibly according to the degree of pollution; once the microbial reaction wall is put in, the survival and metabolism of microorganisms will start. , which cannot meet the requirements of the permeable reaction wall for standby service in the prevention and control of high-risk sudden pollution sites

Method used

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  • Biological permeable reactive barrier for combined pollution site and preparation method thereof
  • Biological permeable reactive barrier for combined pollution site and preparation method thereof
  • Biological permeable reactive barrier for combined pollution site and preparation method thereof

Examples

Experimental program
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preparation example Construction

[0109] According to another typical embodiment of the present invention, a kind of preparation method of compound polluted site biopermeable reaction wall is provided, such as figure 2 As shown, the method includes:

[0110] S1. Obtain a concrete base, and place the concrete base horizontally;

[0111] S2. Obtain the cavity of the reaction wall, set the reaction zone filler in the cavity of the reaction wall, and set the cavity of the reaction wall on the concrete base. Phospholytic Bacillus mineralized layer, anaerobic Bacillus degraded layer and aerobic Bacillus degraded oxygen layer;

[0112] S3. Installing a concrete roof on the top of the reaction wall cavity.

[0113] Specifically, the concrete base in S1 is provided with the first card slot 11, the second card slot 12 and the third card slot 13;

[0114] Specifically, the reaction wall cavity in S2 includes a first permeable concrete cavity 31, a second permeable concrete cavity 32 and a third permeable concrete cav...

Embodiment 2

[0126] In Example 2, the permeable reaction wall was applied to a heavy metal-organic compound polluted site with prominent organic pollution and serious pollution. The polluted soil layer was sandy silt. According to the underground hydrological conditions, the cavity height was set at 5m;

Embodiment 3

[0127] In Example 3, the permeable reactive wall was applied to a heavy metal-organic composite polluted site with serious heavy metal and organic pollution. The polluted soil layer was silty sandy soil, and the cavity height was set at 4m.

[0128] Table 1

[0129]

[0130] Table 2

[0131]

[0132] table 3

[0133]

[0134] The remediation effect of the permeable reactive wall prepared by each embodiment and each comparative example in this polluted site is as follows, and the analysis results are shown in Table 4.

[0135] Table 4

[0136]

[0137]

[0138] It can be seen from the data in Table 4 that:

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Abstract

The invention discloses a combined pollution site biological permeable reactive barrier which comprises a concrete base, a concrete top cover, a reactive barrier cavity and a reaction area filler, andthe reaction area filler comprises a phosphate-solubilizing bacillus mineralization layer, an anaerobic bacillus degradation layer and an aerobic bacillus degradation and oxygen release layer which are sequentially arranged in the seepage direction of underground water; the phosphate-solubilizing bacillus mineralization layer comprises phosphate-solubilizing bacillus, first quartz sand and phosphate ore powder; the anaerobic bacillus degradation layer comprises anaerobic bacillus, second quartz sand and first activated carbon; the aerobic bacillus degradation and oxygen release layer comprises aerobic bacillus, peroxide, third quartz sand and second activated carbon; heavy metal-organic matter combined pollution remediation can be achieved, and the purification capacity is high; the service strength can be elastically adjusted according to pollution degree changes, and the reactive barrier service life is prolonged; the combined pollution site biological permeable reactive barrier canbe used for preventing and treating high-risk sudden pollution sites.

Description

technical field [0001] The invention relates to the technical field of groundwater pollution remediation, in particular to a biologically permeable reaction wall for complex polluted sites and a preparation method thereof. Background technique [0002] In developing countries driven by industry, complex situations such as various types of heavy metals, organic and compound pollution, and combined soil and water pollution are common. Existing methods for treating polluted groundwater include in-situ remediation and ex-situ remediation. Permeable reaction wall technology is a commonly used in-situ treatment technology in groundwater remediation. It is constructed perpendicular to the direction of contaminated groundwater flow. The permeable reaction wall The internal reactive material removes pollutants that flow through the groundwater. Permeable reactive walls have the advantages of continuous in-situ treatment of pollutants, treatment of various pollutants, small disturban...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C02F3/34C02F3/30B09C1/00C02F101/20C02F101/30C02F103/06
CPCB09C1/002C02F3/301C02F3/34C02F2101/20C02F2101/30C02F2103/06
Inventor 李江山韩丽君薛强冯晨陈新杜延军王水
Owner INST OF ROCK & SOIL MECHANICS CHINESE ACAD OF SCI
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